Dynamic interaction numerical models in the time domain based on the high performance scaled boundary finite element method

Consideration of structure-foundation-soil dynamic interaction is a basic requirement in the evaluation of the seismic safety of nuclear power facilities. An efficient and accurate dynamic interaction numerical model in the time domain has become an important topic of current research. In this study, the scaled boundary finite element method （SBFEM） is improved for use as an effective numerical approach with good application prospects. This method has several advantages, including dimensionality reduction, accuracy of the radial analytical solution, and unlike other boundary element methods, it does not require a fundamental solution. This study focuses on establishing a high performance scaled boundary finite element interaction analysis model in the time domain based on the acceleration unit-impulse response matrix, in which several new solution techniques, such as a dimensionless method to solve the interaction force, are applied to improve the numerical stability of the actual soil parameters and reduce the amount of calculation. Finally, the feasibility of the time domain methods are illustrated by the response of the nuclear power structure and the accuracy of the algorithms are dynamically verified by comparison with the refinement of a large-scale viscoelastic soil model.     

BCC_AVIM陆面过程模式冻融过程参数化的改进与检验

考虑冻融过程对陆气相互作用的重要性,参考国内外学者对于冻融过程的参数化方案研究,对BCC＿AVIM陆面过程模式的冻融过程参数化方案进行了改进与检验。改进的内容主要包括：（1）加入了过冷水概念,改进土壤冻结判断条件与含冰量更新标准;（2）加入平衡温度概念代替原方案中恒定的冻结温度;（3）在导水率的参数化方案之中加入不可渗透分数。用改进前后方案分别模拟玛曲站2018-2019年,2019-2020年两次冻融过程。发现改进后的方案在冻融过程中相比原方案：（1）增大了冻结状态温度模拟值、振幅减小、变化趋势更加接近实测;（2）增大了冻结状态中含水量的模拟值,变化趋势与实测相关性更好;（3）土壤中冰的产生日期延后,冰的融解日期提前,最大含冰量模拟减小;（4）冻融过程各阶段的转变日期模拟更接近实测;（5）新方案对于强冻融年份的模拟提升效果更优于弱冻融年份。     

马鞍桥金矿床成矿流体特征研究

马鞍桥金矿床产于西秦岭造山带商丹断裂带南缘的E-W脆-韧性剪切带中,矿床空间定位和矿体展布受脆-韧性剪切带控。选择马鞍桥金矿床矿石、地层岩石和二长花岗斑岩的代表性样品,针对性地开展碳-氧和氢-氧同位素分析测试。研究结果证明:成矿早阶段和主阶段成矿流体以变质热液或地层改造热液为主,而晚阶段则主要为大气降水。马鞍桥金矿床矿化地质特征和同位素地球化学组成为广义的类卡林型金矿床或属介于造山型和卡林型金矿床之间的过渡类型。     

赞坎磁铁矿两种磁异常解释的应用

主要探讨在用磁法寻找磁铁矿的时候的应用,对异常的地质解释和解决其它地质问题时的解释一样,不可能提出一个对任何条件都适用的标准化方法。下面就新疆赞坎磁铁矿,讨论其解释方法和途径。     

浅议利用CASS成图系统建立矿山勘查DTM

简要阐述了数字地面模型（DTM）的基本概念,并结合矿山地质勘查,提出实际情况应用,利用CASS成图系统建立模型。     

发射信号不完善性对卫星导航系统内及系统间干扰的影响分析

研究了3种典型的卫星发射信号不完善性——载波泄漏、互调失真和杂散辐射对于卫星导航信号的接收所带来的干扰,通过信号建模以及谱分离系数、码跟踪谱灵敏度系数和等效载噪比的解析计算对干扰效果进行量化分析;针对GPS和Galileo系统L1/E1频段的信号进行了多层次的仿真计算,给出了综合考虑噪声、信号损耗、外源干扰、GNSS系统内和系统间干扰,以及3种信号不完善性单独作用、两两组合和综合作用下的结果,其中对于GPS L1C/A短码考虑了电文调制对线谱的影响。结果表明,当总的不完善干扰功率水平达到一定程度后,其对接收机信号捕获跟踪和解调的影响大于系统间干扰,不能忽略。     

Seismic failure modeling of concrete dams considering heterogeneity of concrete

Study on the failure process of high concrete dams subjected to strong earthquakes is crucial to reasonable evaluation of their seismic safety. Numerical simulation in this aspect involves dynamic failure analysis of big bulk concrete dam subjected to cyclic loading. The Rock Failure Process Analysis (RFPA) proposed by C.A. Tang, with successful applications to failure modeling of rock and concrete specimens mainly subjected to static loading, is extended for this purpose. For using the proposed model, no knowledge on the cracking route needs to be known beforehand, and no remeshing is required. Simulation of the whole process of elastic deformation, initiation and propagation of microcracks, severe damage and ultimate failure of concrete dams in earthquakes with a unified model is enabled. The model is verified through a shaking table test of an arch dam. Finally a practical gravity dam is employed as a numerical example. Considering the uncertainty in ground motion input and concrete material, typical failure process and failure modes of gravity dam are presented. Several small cracks may occur due to tension particularly at dam neck, dam faces and dam heel, and a few of them evolve into dominant ones. Relatively smaller earthquake may cause damage to the dam neck while a bigger one may bring on cracks at lower parts of the dams. Cracking at the dam bottom may incline to a direction almost perpendicular to the downstream face after propagating horizontally for a certain distance when the shaking is strong enough.     

首都圈跨断层流动形变观测资料映震能力及场地监测能力分析

首都圈最早建立跨断层流动形变监测网始于20世纪60年代末,主要布设在北京周围广大地区,覆盖了主要活动断裂带.在过去的40多年里,首都圈地区及附近发生了多次强震,如1976年唐山7.8级、1989年大同6.1级和1998年张北6.2级地震等.本文首先对首都圈地区的跨断层流动形变观测资料进行了映震能力分析,然后探讨了监测场...     

计算核电厂楼层反应谱的直接法及其对比分析

核电厂的楼层反应谱分析是核电厂房主结构和设备子系统抗震设计的主要依据.楼层谱计算方法可分为2种类型,一种是通过地震动反应谱输入直接得到楼层谱的计算方法,简称直接法;另一种是通过地震波输入的时程分析计算方法,简称时程法,文中主要研究前者.首先简要评述了几种具代表性的直接法,例如Biggs方法、Kaput方法、Singh方法等,并对它们的优缺点进行了分析.然后总结了我们的工程经验,并在Biggs和Kapur方法的基础上,提出一种修正模态法,既考虑了结构-地基动力相互作用的影响,又计算简便易行,也可获得比较满意的精确度.